大跨自锚式斜拉-悬索协作体系桥地震响应及减震控制分析研究

基于结构非一致激励地震动方程,建立空间非线性有限元模型,探讨一致输入、行波输入下结构的地震响应.分别以主梁纵向位移、塔底内力为控制目标,研究粘滞阻尼器参数变化对结构减震效果的影响.计算结果表明:地震作用下塔底顺桥向弯矩达365.12MN.m,对自锚式斜拉-悬索协作体系桥的设计起控制作用;行波效应使得主梁跨中横向位移增大42%,横向弯矩减小14%;结构纵向位移及塔底内力在考虑行波效应后减小9%左右,安装参数合理的阻尼器使主梁纵向位移减小44%,主梁跨中弯矩和剪力减小41%,塔底纵向弯矩减小37%,达到减震效果.     

某人行天桥病害分析及加固措施

主要对某钢结构人行天桥的主要病害做出了分析,对桥梁加固改造措施中也提出了一些见解,同时在加固措施方案中引进了一种新技术在箱梁内部安装调频质量阻尼器(TMD),大大地降低钢箱梁共振效应,减少行人的不安全感,保证桥梁的安全运营和耐久性能,对其他类似的桥梁加固提供了一定的借鉴经验。     

磁流变阻尼器动态特性研究

为更好地研究磁流变阻尼器应用于舰船设备抗冲击的控制方法,需要准确、全面了解其动态力学特性。对磁流变阻尼器的动态特性进行试验研究,详细讨论速度、振幅、频率、电流等各个因素对阻尼力的影响。结果表明,在低速区域阻尼器的阻尼力以不可控的粘滞阻尼力为主,阻尼力随速度的变化明显;在高速区域,阻尼力以磁流变液屈服引起的库仑阻尼力为主,阻尼力随速度的变化不大,而主要决定于控制电流,但是随着电流的增大,出现饱和现象;振幅和频率主要影响磁流变阻尼力的粘滞阻尼力,随频率和振幅的增加,速度的变化范围也明显增大,但是在相同的速度下,频率和振幅对阻尼力的影响不明显。为进一步获得磁流变阻尼器动态特性参数及研究舰船设备抗冲击半主动控制方法提供了重要依据。     

一种分析同步电机阻尼绕组中感应电流的方法

精确测定同步电机阻尼绕组感应电流参数具有重要意义。采用现有的参数计算方法之一的有限元(FET)电磁计算方法与本文采用的测量方法对一台6kW同步电机的阻尼绕组感应电流在电机稳态和震荡时分别进行了计算。对实验测量和计算的结果进行对比并利用快速傅利叶(FFT)算法工具对其作频谱分析,证明了所采用的测量方法更为直观简单且准确可靠。     

斜拉索阻尼器减振效果检测技术研究

斜拉索由于其质量轻、阻尼小,极易在外界激励下产生各种振动,在拉索锚固端附近安装阻尼器以提高拉索的模态阻尼是目前使用最广泛的减振方法,因此阻尼器减振效果的检测评定对于保证桥梁运营安全非常重要。基于DASP系列软件平台测试了拉索阻尼,利用人工激振拉索至一定振幅后再测得的振动衰减的位移时程曲线,计算了拉索前三阶模态阻尼,该方法简单可靠,可以用来进行拉索减振器的功能评定。     

两侧减振器的刚度差异对压路机压实轮振动的影响

由于不合理的减振系统会导致振动压实轮两侧的振幅不一致,使压实轮发生偏振而造成压实后的路面不平整,为了减小这种偏振,通过对振动压路机机架和压实轮的振动过程进行数学建模,从动力学的角度探寻该问题的解决方法。     

柱式塔同向回转斜拉-悬索体系桥梁设计关键技术

安徽某跨江通道方案设计中,提出主桥采用主跨1620 m的斜拉-悬索协作体系桥梁。为解决该体系刚度低、主梁压力间断、边吊杆应力幅大等传统疑问,以及因不能设置辅助墩而引起的边跨刚度小、尾索应力幅高的特殊问题,设计采用单柱式桥塔、空间化悬索构建整体结构,并对结构的合理性、可行性进行理论和计算验证。设计针对体系形成的主要过程,提出边孔悬吊辅助跨构造,采用四索面斜拉索和空间双悬索四索面吊索。借助四索面拉吊融合方式在横向转换的便利、同向回转拉索对不对称布索的支持,使调整在更大空间内进行,实现两种体系更加平顺的融合。采用斜置阻尼约束系统使结构纵、横向动力性能满足规范要求。     

福州市淮安闽江大桥设计特色

介绍了在闽江分流点下游附近建设桥梁的孔跨布置的控制因素,结合桥位的建桥条件,因地制宜地采用钢箱混合梁斜拉桥,采用阻尼器减小地震响应,在大跨度斜拉桥钢梁上采用复合桥面技术以期提高桥面铺装的耐久性。     

Load-leveling suspension system with a magnetorheological damper

In this paper, a load-leveling suspension system with a magnetorheological (MR) damper is investigated. In this suspension system, the MR damper is connected to a spring to form a load-leveling suspension system. The system effective stiffness and damping can be adjusted by controlling the MR damper. The characteristics of a load-leveling suspension system are studied first. When the linear damper is replaced with an MR damper, the averaging method is adopted to obtain the steady-state response of the nonlinear system. A comparison demonstrates that the results of the averaging method are in good agreement with those obtained by numerical simulations. The analytical results are then verified experimentally. The load-leveling suspension system studied here is able to adjust both suspension stiffness and damping and, hence, it may provide more effective vibration control in a wider frequency range, when the damper is controlled.     

Axial vibrations of a propulsion system taking into account the couplings and the boundary conditions

Calculations of the axial vibrations of a marine power transmission system are a very difficult problem owing to the complicated couplings and difficulties in determining the boundary conditions. The torsional–bending–axial coupling action of the system should be accounted for when considering its dynamics. A determination of the mutual interference of system vibrations and their boundary conditions is also necessary. A performance analysis of the main engine bearings, the thrust bearings, and the axial dampers should also be carried out. Thus, the effects of additional bending stresses in the crankshaft and possible vibrations of the ships structure due to the reaction force in the thrust bearings should be considered. I have devised a computer program to analyse the axial vibration problem. The numerical analysis method presented is compared with measurements (performed on real ships) and verified by them.